钢筋工程量计算书工程名称：厂房算量钢筋简图7.bmp9.bmp11.bmp13.bmp15.bmp20.bmp22.bmp24.bmp钢筋工程量计算书厂房算量计算表达式件114.743113.814169.361165.583153.713139.523154.639153.066147.22879.397137.817重量kg构件名称：KZ6构件位置：[10,B]柱(KZ6)纵筋：4B25/8B16/4B22本标准层有：1个自然层。标高为：7.15米至11.65米(2B25)长=1.5*31*0.025[锚固长]+0.75[非搭区]=1.913(2B25)重=2*1.913*3.853375[钢筋比重]=14.743(伸到下层柱按1.5*Lae锚固)(4B16)长=(1.5*31[锚固]+1.4*31[搭接])*0.016+0.75[非搭区]=2.188(4B16)重=4*2.188*1.578342[钢筋比重]=13.814(伸到下层柱按1.5*Lae锚固)(4B25)长=4.5[柱高]=4.5(4B25)重=4*4.5*3.853375[钢筋比重]=69.361(2层)(8B16)长=4.5[柱高]+1.4*31*0.016[搭接长]=5.194(8B16)重=8*5.194*1.578342[钢筋比重]=65.583(2层)(4B22)长=4.5[柱高]=4.5(4B22)重=4*4.5*2.984054[钢筋比重]=53.713(2层)箍筋(A8@100/200)的计算：加密区箍数n1=(0.75[底加密]+0.75[顶加密]+1.25[梁高])/0.1[间距]+2=30(四舍五入)非加密区箍数=(4.5[柱高]-(30-1)*0.1[加密长])/0.2[间距]-1=7(四舍五入)箍筋(A8@100/200)长=(540+690+540+690+4*2*8+2*11.9*8)/1000=2.7144箍筋(A8@100/200)重=37*2.714*0.3935856[钢筋比重]=39.523箍筋(A8@100/200)长=(104.8+690+104.8+690+2*16+4*2*8+2*11.9*8)/1000=1.876箍筋(A8@100/200)重=74*1.876*0.3935856[钢筋比重]=54.639箍筋(A8@100/200)长=(221.7+540+221.7+540+2*22+4*2*8+2*11.9*8)/1000=1.8217箍筋(A8@100/200)重=74*1.822*0.3935856[钢筋比重]=53.066电渣压力焊(直径25)4(个)电渣压力焊(直径22)4(个)柱圆钢筋d<=10---合计柱螺纹钢d<=20---合计柱螺纹钢d>20---合计
